TY - JOUR
T1 - The arrested gravel front
T2 - Stable gravel-sand transitions in rivers: Part 1: Simplified analytical solution
AU - Parker, Gary
AU - Cui, Yantao
N1 - Funding Information:
A simplified theory is developed for explaining the formation of equilibrium long profiles in rivers with an arrested gravel-sand transition. The theory indicates that abrasion, subsidence or some combination of the two can lead to the formation of such profiles. The transition from gravel to sand is caused by one of the three mechanisms; a) the gravel abrades to a cutoff size, after which it shatters into sand, b) the gravel transport drops to zero and c) at some point the sand transport reaches capacity and overwhelms the gravel. Only a very small subsidence rate is necessary to cause mechanism a) to give way to mechanism b). The input rate of sand can always be raised to a value sufficient to result in mechanism c). The present analysis is a simplified one with an analytical solution. It does not allow for sorting of heterogeneous gravel or abrasion to silt. The transport of gravel and sand are treated in highly simplistic ways. These defects are remedied in the numerical model of the companion paper, Cui and Parker (1998). The equilibrium solution presented here is predicated on the assumption of a fixed base level and a constant subsidence rate vs satisfying the condition v, > 0. It is completely equivalent to the equilibrium solution obtained for vanishing subsidence and a constant rate of rise v, of base level. The spreadsheet used to perform the calculations of this paper is an Excel 5.0 document, "Acrbaby5.xls," a copy of which can be downloaded from the World Wide Web site of St. Anthony Falls Laboratory, "http://www.umn.edu/safl". This research was funded by National Science Foundation (Grants Nos. CTS-9207882, CTS-9424507 and EAR-9524358) and the Environmental Protection Agency (Grant No. R824779-01-0). The research would not have been possible without the inspiration and help of Chris Paola.
PY - 1998
Y1 - 1998
N2 - Most rivers exhibit a tendency for the characteristic size of the bed material to become finer in the downstream direction. In addition, most river sediments also exhibit a paucity of material in the pea gravel range. Because of this paucity the transition in the downstream direction from a gravel-bed stream to a sand-bed stream is usually rather abrupt, and is often marked by a discontinuity in bed slope and stream morphology as well. If the front marking the gravel-sand transition is not to prograde continuously in the direction of the point at which base level is established, e.g. the ocean, then some mechanism must operate to arrest it in place. Here two such mechanisms are examined; abrasion of gravel and basin subsidence (or alternatively base level rise). It is found that either one or a combination of the two can act to stabilize the spatial location of the gravel-sand transition. The present paper is devoted to a simplified analytical solution to the problem that renders the structure of the formulation relatively transparent. A complete numerical solution that more realistically describes the field manifestation is presented in a companion paper.
AB - Most rivers exhibit a tendency for the characteristic size of the bed material to become finer in the downstream direction. In addition, most river sediments also exhibit a paucity of material in the pea gravel range. Because of this paucity the transition in the downstream direction from a gravel-bed stream to a sand-bed stream is usually rather abrupt, and is often marked by a discontinuity in bed slope and stream morphology as well. If the front marking the gravel-sand transition is not to prograde continuously in the direction of the point at which base level is established, e.g. the ocean, then some mechanism must operate to arrest it in place. Here two such mechanisms are examined; abrasion of gravel and basin subsidence (or alternatively base level rise). It is found that either one or a combination of the two can act to stabilize the spatial location of the gravel-sand transition. The present paper is devoted to a simplified analytical solution to the problem that renders the structure of the formulation relatively transparent. A complete numerical solution that more realistically describes the field manifestation is presented in a companion paper.
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U2 - 10.1080/00221689809498379
DO - 10.1080/00221689809498379
M3 - Article
AN - SCOPUS:0031704706
SN - 0022-1686
VL - 36
SP - 75
EP - 100
JO - Journal of Hydraulic Research
JF - Journal of Hydraulic Research
IS - 1
ER -